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Ponašanje spregnutih nosača tipa drvo-beton izvedenih mehaničkim spojnim sredstvima pri eksploatacionom i graničnom opterećenju
(2003)
U okviru ove disertacije prikazana su teorijska i eksperimentalna istraživanja u oblasti
spregnutih nosača od drveta i betona. Eksperimentalnim istraživanjima obuhvaćene su tri
međusobno povezane grupe ispitivanja:
- ...
Uporedna analiza proračuna ekscentrično pritisnutih elemenata prema Evrokodu 3 i JUS-u
(Simpozijum DGKS 2008, 24-26 septembar 2008, Zlatibor, 2008)
Evrokod 3 daje dva ravnopravna postupka proračuna interakcionih koeficijenata za proračun ekscentrično pritisnutih elemenata konstantnog jednodelnog poprečnog preseka. U ovom radu je data uporedna analiza rezultata proračuna ...
The example of improving resistance of wooden floors in building restoration / Jedan način ojačanja drvenih međuspratnih konstrukcija kod nadgradnje zgrada
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2001)
In this paper one way of improving resistance of wooden floors with composite action between existing wooden beams and a new reinforced concrete slab is presented. When restoring attic spaces and rebuilding buildings with ...
Proračun konstrukcija velikih raspona od lepljenog lameliranog drveta prema graničnim stanjima
(Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš, 2003)
Introductory part of this paper shows a brief review of design concept of timber structures, according to Ultimate Limit States and Serviceability Limit States, specially in accordance with Eurocode 5 draft (Design timber ...
Design of class 4 cross section in axial compression according to EUROCODE 3
(MASE 13. International symposium 2009, 14th – 17th October 2009. Ohrid, Macedonia, Skopje 2009, Knjiga 1, 2009)
In this paper theoretic basis of design of class 4 cross section in axial compression according to EN1993-1-5 is given. Design procedure is given as an flow chart and ilustrated with an worked example. Plate buckling is ...
Contemporary testing methods and techniques for concrete and concrete structures / Savremene metode i tehnike ispitivanja betona i betonskih konstrukcija
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2000)
This paper presents several contemporary nondestructive methods and techniques used for testing of concrete and concrete structures. These methods provide prompt and simple 'in situ' determination of fresh and/or hardened ...
Properties of cement based composite made with expanded polystyrene grains and polypropylene fibers / Svojstva kompozita na bazi cementa spravljenih sa polipropilenskim vlaknima i granulama ekspandiranog polistirena
(Savez hemijskih inženjera, Beograd, 2000)
This paper deals with the results of experimental research of mortar mixes -composite materials made with Portland cement, expanded polystyrene grains (EPS) and polypropylene fibers. In some series of mortar specimens, ...
Effects of full-height nonstructural partitions on modal properties of two nominally identical building floors
(Canadian Journal of Civil Engineering, 2009)
This paper presents a combined experimental and numerical investigation of the modal properties of two fullscale and nominally identical steel-concrete composite floors. The floors were one above the other in the same fully ...
Experimental and theoretical analysis of timber: Concrete composite beams with mechanical connectors / Eksperimentalna i teorijska analiza spregnutih nosača drvo-beton izvedenih mehaničkim spojnim sredstvima
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2004)
Common needs of contemporary civil engineering put forward for constructors and architects more complex demands in the applications of new materials as well as optimal use of traditional engineering materials, with the use ...
Vibration serviceability of building floors / Stanje upotrebljivosti međuspratnih konstrukcija s obzirom na vibracije
(Savez građevinskih inženjera Srbije, Beograd, 2009)
Satisfaction vibration serviceability of floor structures becomes more important in the case of light-weight and flexible structures. Practically, all modern floor structures are potentially problematic in the sense of ...